A Study on the Finite Element Method and Volume and Load Analysis in Buildings to be Constructed in Masonry Style

Year 2022, , 56 - 65, 30.06.2022

Selim Taşkaya

https://doi.org/10.51764/smutgd.1071076

Abstract

If it is desired to create a building model that is suitable to be designed according to the situation of the land in the zoning plans, whether it is normal or in accordance with the historical urban texture, some feasibility studies are definitely needed. Especially in the restoration work of a historical building in accordance with the old texture or in the construction of a 2- or 3-storey building such as H = 6.50 meters in vineyard or garden areas, the ground and upper floor are stone, masonry construction projects, by making a modelling with the finite element method in the calculations of the structure. In the volumetric sense, load combinations such as dead load, live load, soil load, water load are calculated. Wall analysis are made on the stone foundation on the ground and upper floors of the masonry building. Finite element method was applied in the study. Finite elements are creating the modelling of a structure by creating connection and nodal points. With this method, especially the SAP program is used. In our study, the analysis results about the necessity of all load combinations and how the wall loads of the stone foundation on the ground will be minimum in a building to be built in a masonry style were examined.

Keywords

Masonry Structures, Finite Element Method, Volume and Load Calculation

Yığma Tarzda İnşa Edilecek Yapılarda Sonlu Elemanlar Metodu İle Hacim ve Yük Analizleri Üzerine Bir İnceleme

Abstract

Arazinin imar planlarındaki durumuna göre ister normal ister tarihi kent dokusuna uygun şekilde tasarlanması uygun görülen bir yapı modeli oluşturulmak istenirse mutlaka birtakım fizibilite çalışmalarına ihtiyaç vardır. Özellikle tarihi bir yapının eski dokusuna uygun şekilde restore çalışması ya da bağ bahçe alanlarında H=6,50 metre gibi 2 ya da 3 katlı bir bina yapımında zemin ve üst katın taş olarak kargir yapı şeklinde inşaat projelerinin hesaplarında sonlu elemanlar yöntemi ile bir modelleme yapılarak yapının hacimsel anlamda ölü yük, hareketli yük, toprak yükü, su yükü gibi yük kombinasyonları hesaplanır. Kargir yapının zemin ve üst katındaki taş temelinde duvar analizlerine bakılır. Sonlu elemanlar yöntem olarak çalışmada uygulanmıştır. Sonlu elemanlar bağlantı ve düğüm noktaları oluşturarak bir yapının modellenmesini meydana getirmektir. Bu metotla birlikte özellikle SAP programından yararlanılır. Çalışmamızda örnek bir yığma tarza yapılacak yapıda tüm yük kombinasyonlarının nasıl olması gerekliliği ve zemindeki taş temelin duvar yüklerinin asgari nasıl olacağı hakkında analiz sonuçlarına bakılmıştır.

Keywords

Yığma Yapılar, Sonlu Elemanlar Metotu, Hacim ve Yük Hesabı

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